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Chicago, Illinois January 11, 2011 Concrete Pavement Road Map Executive Committee Meeting

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Chicago, IllinoisJanuary 11, 2011

Concrete Pavement Road Map

Executive Committee Meeting

• Working together to solve concrete pavement problems using pooled resources

What is the CP Road Map?

CP Road Map Goals

• Prioritization

• Implementation

• Publicity

CP Road Map Goals

• Prioritization

- Strategic planning (Gaps)

- Programmatic thinking

- Leveraging funding

• Implementation

-Connecting people and groups

-Collaboration / Coordination

-Demonstrating findings

CP Road Map Goals

• Publicity

- Publication of research work

-News about successes

CP Road Map Goals

• Operation Support Group (OSG) listens to owners and builders for needs

• Committees set priorities

• OSG helps connect funding and researchers

• OSG distributes and implements findings

How Does It Work?

What’s in it for me?• Help Funding Agencies

- Leverage funds

- Reduce duplication

- Get answers for their problems

• Help Researchers- Get funding for work that is really needed

- Get visibility for their work

• Help Engineers and Contractors- Learn and apply the latest technology

- Improve specifications

• Highlight strategic needs

• Foster a spirit of collaboration

• Highlight what is being done

• Provide a model for other industries

How Can It Make A Difference?

Examples of CP Road Map Impacts

• A sample of recent and ongoing work that has (or will have) an impact on our industry.

• Work categorized by track, subtrack, and problem statement in the CP Road Map

Track 2: Performance-Based Design Guide for New and Rehabilitated

Concrete Pavements

• Examples of projects

- NCHRP 01-47 Sensitivity Evaluation of MEPDG Performance Prediction (ongoing)

- NCHRP 01-48 Incorporating Pavement Preservation into the MEPDG (ongoing)

- Pennsylvania DOT research of Current Practices in Pavement Performance Modeling

Track 2: Performance-Based Design Guide for New and Rehabilitated

Concrete PavementsConcrete Overlay Design Guide (2.3.3)

- Not a new design procedure!- Background of recommended

overlay design techniques- Detailed examples of how to

use the existing design techniques

- Learn by example – then apply for your situation!

Track 3: High-Speed Nondestructive Testing and Intelligent Construction Systems

• Example of projects

- SHRP 2 R06(E) Real-Time Smoothness Measurements on Portland Cement Concrete Pavements During Construction (ongoing)

- FHWA SmartCure Practical Enhancements for Field Application (ongoing)

Track 3: High-Speed Nondestructive Testing and Intelligent Construction Systems

SmartCure (3.2.4)

GPSTablet PC(or Similar)

Infrared Pyrometer

1-Wire®

Weather Station

Miniaturized Weather Station and GPS System

Track 3: SmartCure

Track 3: SmartCure

Track 4: Optimized Surface Characteristics for Safe, Quiet, and

Smooth Concrete Pavements

• Example of projects

- TPF-5(139) PCC Surface Characteristics: Tire -Pavement Noise Program Part 3 - Innovative Solutions /Current Practices (ongoing)

- TPF-5(063) Improving the Quality of Pavement Profiler Measurement (ongoing)

- NCHRP 01-43 Guide for Pavement Friction (complete)

Track 4: Optimized Surface Characteristics for Safe, Quiet, and Smooth Concrete Pavements

Concrete Pavement Surface Characteristics Program (Track 4)

...we’ll talk more on this at the end...

Track 5: Concrete Pavement Equipment Automation and Advancements

• Example of projects

- Iowa State University 2009 research and publication of Stringless Portland Cement Concrete Paving (complete)

- Final Report on National Open House Two-Lift Concrete Paving for Interstate 70 in Kansas (complete)

Track 5: Concrete Pavement Equipment Automation and Advancements

Stringless Paving (5.2.1)

GPS accuracy is good vertically to only one inch, so to get the proper accuracy in the z position you can use laser augmentation on the 4 wheeler. An alternate to the 4 wheeler is to shoot the existing pavement with total station.

Reference points are 250’+ apart and stagger on opposite sides. Vertical (Z) coordinate for reference points established by 3 wire level.

Proposed Improvement model

Track 5: Stringless

Track 5: Stringless

Measuring “Attitude”

The prisms on the machine tells the total station where the machine is at for x,y,z. This information is related to the computer model on the machine from the total stations through radios on the machine. The model then knows where the machine is at and tells the machine what elevation in needs to be on each of the four corners of the pan.

Track 5: Stringless

Track 1: Performance-Based Concrete Pavement Mix Design

• Examples of projects

- TPF-5(205) Implementation of Concrete Pavement Mixture Design and Analysis (MDA) Track of Concrete Pavement Road Map (ongoing)

- TPF-5(179) Evaluation of Test Methods for Permeability (Transport) and Development of Performance Guidelines for Durability (ongoing)

- FHWA Computer-Based Guidelines for Job-Specific Optimization of Paving Concrete (COMPASS) (complete)

- Lead: Iowa DOT- Partners: IA, KS, MI, MO, NY, OK, TX, WI- This TPF project supports activities that align with Track 1

research needs statements.- Progress (per latest quarterly report):

Ongoing work:– Investigations into the development of alternate methods for

calculating mix proportions– Investigations of on-site analysis tools– Assessing requirements for the air void system– Preparation of Guide Specification

Completed work– Investigations of acoustical methods to determine setting time

Track 1: Performance-Based Concrete Pavement Mix Design

TPF-5(205) Implementation of Concrete Pavement Mixture Design and Analysis (MDA)

Track of Concrete Pavement Road Map (Track 1)

Pooled Fund - Tasks

• Tests Mix Proportions in fresh concrete -

Portable XRF Set time – calorimetry and/or acoustic

methods Protocol for integral waterproofers

• Models- What air do we really need- Mix proportioning

• Specifications- Guide specification

FHWA Contract - Tasks

• Models- What air do we really need Year 1-2- Mix proportioning Year 1- Standard data collection Year 2

• Specifications- Guide specification Year 1-2- Checksheets Year 2

• Communications- Tech briefs Year 2- Papers and presentations Year 2

• Choose aggregate system• Choose paste quantity• Choose paste quality

• Choose SCM type and dose• Choose air content• Choose w/cm

Mixture Proportioning

Effect of w/cm

Strength

Rapid Chloride Penetration

Tommy Nantung, INDOTKartik Obla, NRMCA, Jan Olek, Purdue and

Jason Weiss Purdue

Track 1: Performance-Based Concrete Pavement Mix Design

Evaluation of Test Methods for Permeability (Transport) and Development of Performance

Guidelines for Durability (1.2.5)

Project ObjectivesDevelop a test procedure that directly evaluates the transport properties of concrete and relates these to anticipated performance with the use of exposure conditions. • Evaluation of existing transport test procedures• Development of new, or improvement test

procedures • Correlation between transport properties and

existing ‘durability’ tests.• Develop guidelines to relate permeability,

exposure conditions, and field performance for use in specifications and quality control

Track 1: Permeability

Mechanism of Electrical Conduction in Concrete

Concrete is a composite:

• Solid phase (unhyd Cement, CSH, CH,…); σsol ≈ 10-9 S/m

• Liquid phase (pore solution);σliq ≈ 1 S/m to 20 S/m

• Vapor phase (air voids, emptied pores); σvap ≈ 10-15 S/m

(Rajabipour 2006 based on results of Hammond and Robson 1955)

(Christensen 1993)

(Aplin 2005)

Solid Vapor

Liquid

Flow of electricity is essentially ionic and through material’s liquid phase

--

-

-

-

-

-

--

-

-

-

-

-

--

-

-

-

-

-

++

+

+

+

+

+

S/m

10-18

Air

10-12 10-6 1 10+6

Cem CSH Pore fluidAgg

Track 1: Permeability

Sorption Test• Determine the rate of absorption (sorptivity) of

water by measuring the increase in the mass of a specimen as a function of time when only one surface of the specimen is immersed in water

0 25 50 75 100 125

Time (min0.5)

0.0

1.0

2.0

3.0

Abs

orbe

d w

ater

(mm

3 /mm

2 )

0 25 50 75 100 125

Time (min0.5)

0.0

1.0

2.0

3.0

Abs

orbe

d w

ater

(mm

3 /mm

2 )

Absorption

0 25 50 75 100 125

Time (min0.5)

0.0

1.0

2.0

3.0

Abs

orbe

d w

ater

(mm

3 /mm

2 )

Initial Sorptivity

0 25 50 75 100 125

Time (min0.5)

0.0

1.0

2.0

3.0

Abs

orbe

d w

ater

(mm

3 /mm

2 )

Secondary Sorptivity

Track 1: Permeability

Using Transport Properties to Understand Joint Behavior

Understanding the fluid transport in saw-cut geometries

•X-ray absorption •Numerical Simulations using transport inputs•Fluid properties

Track 1: Permeability

Track 1: Performance-Based Concrete Pavement Mix Design

FHWA Computer-Based Guidelines for Job-Specific Optimization of Paving Concrete

(COMPASS) (1.2)

- Final Report- Software- Provides guidance for:

choosing materialsoptimizing gradationsProportioning mix

designsOptimizing mix designs

for job-specific needs

Track 6: Innovative Concrete Pavement Joint Design, Materials, and Construction

• Example of projects

- Joint Deterioration Study (Pooled Fund) (ongoing)

Track 6: Innovative Concrete Pavement Joint Design, Materials, and Construction

Joint Deterioration Pooled Fund (6.2.2)

• Objective of the project:

- Identify the failure mechanisms occurring in the joints of concrete pavements in various northern states

- Develop strategies to prevent the deterioration of new pavement sin the future

• Some joints are deteriorating faster than we would like

• We are not sure why

• Most commonly in 5 to 10 year old pavements

• Water seems to be part of the problem

• Borderline air void systems are not uncommon

Track 6: Joint Deterioration

Three Different Types…

• Mechanical?

Track 6: Joint Deterioration

Three Different Types…

• Air void / water

Track 6: Joint Deterioration

Track 6: Joint Deterioration

Track 13: Concrete Pavement Sustainability

• Example of projects

- TPF-5(129) Recycled Unbound Pavement Materials (MnROAD Study) (ongoing)

- CP Tech Center Briefing Document (complete) and Manual of Practice (ongoing) on Building Sustainable Pavements with Concrete

Track 13: Concrete Pavement Sustainability

Concrete Pavement Sustainability Manual• Must include concrete pavement design,

materials construction, use, maintenance, renewal, and recycling

• Must reduce costs, improve the environmental footprint, and increase benefits to society over the life-cycle

Objective:

To identify and conduct research and transfer technology that enhances concrete pavement sustainability through the pavement’s life cycle

Cradle-to-Cradle Life Cycle

Renewal

Track 13: Sustainability Manual

Manual of Practice• “Best Practices” manual to

enhance concrete pavement sustainability

• Focus on practitioners- Decision makers, engineers,

and contractors • Manual will be part of an

implementation package to expedite technology transfer- Workshop and web-based

instruction

Track 13: Sustainability Manual

Track 7: High-Speed Concrete Pavement Rehabilitation and Construction

• Example of projects

- CP Tech Center Guidance for the Design of Concrete Overlays using Existing Methodologies (ongoing)

- TPF-5(165) Development of Design Guide for Thin and Ultrathin Concrete Overlays of Existing Asphalt Pavements (ongoing)

- Illinois Center for Transportation research and publication of Design and Concrete Requirements for Ultrathin Whitetopping (complete)

Track 7: High-Speed Concrete Pavement Rehabilitation and Construction

Concrete Overlay Program (7.4)

ConstructionTrainingResearch

FHWA/IHRB Research Project (4 projects)

• Workshops (FHWA & CP Tech Center on Overlay Guide

Evaluation & Plan Development

Overlay Packet(Supplement to Overlay Guide)

Design

• Guidance for Design of Concrete Overlays using Existing Methodologies

• CP Road MapTrack Leadership

• Field Application Program

• 4 to 5 Site Visits & Reports in 2010

Research Report• Improving Concrete Overlay Construction• Executive Summary (15 pages)

Track 7: Overlays

Overlay Field Application

Site Visit & Report1. Arkansas2. Delaware3. Georgia4. Illinois5. Louisiana6. Maryland7. Minnesota8. Nevada9. New Mexico10. North Dakota11. Pennsylvania12. South Dakota13. Virginia14. Washington15. West Virginia

Interested States1. California2. Indiana 3. Kentucky4. Maine5. Nebraska6. North Carolina7. Texas

Seven Site Visits in 2010 Iowa – 2009-2010 Field Application Research Projects

Construction Complete*

*

*

*

Track 7: Overlays

Track 11: Concrete Pavement Business Systems and Economics

• Example of projects

- NCHRP 10-75 Guide for Pavement-Type Selection (ongoing)

- TPF-5(159) Technology Transfer Concrete Consortium (ongoing)

Track 11: Concrete Pavement Business Systems and Economics

Transportation Curriculum Coord. Council (11.4)

• The TCCC is a Federal/State/Industry partnership that supports the training of the highway construction personnel.

• The goals of the TCCC are to:- Develop and maintain a national curriculum for

various transportation disciplines- Identify training and certification requirements- Coordinate/facilitate training efforts

Transportation Curriculum Coordination CouncilTrack 11: Tech Transfer

Course Number Training Name NHI Totals State Totals TotalsFHWA-NHI-131121 Construction of PCC Pavements 92 0 92FHWA-NHI-131122 Portland Cement Concrete Paving Inspection 125 79 204FHWA-NHI-131126B Concrete Pavement Evaluation 54 5 59FHWA-NHI-131126C Slab Stabilization and Slab Jacking 63 3 66FHWA-NHI-131126D Partial-Depth Repairs 79 3 82FHWA-NHI-131126E Full-Depth Repairs 82 5 87FHWA-NHI-131126F Retrofitted Edge Drains 47 3 50FHWA-NHI-131126G Load Transfer Restoration 28 3 31FHWA-NHI-131126H Diamond Grinding and Grooving 47 4 51FHWA-NHI-131126I Joint Resealing and Crack Sealing 52 5 57

Concrete PavementSurface Characteristics

ProgramPooled Fund TPF-5(139)

An update for the CP Road MapExecutive Committee

11 January 2011Rosemont, IL

Flagship ProductsSurface Characteristics

1. How to Reduce Tire-Pavement Noise: Better Practices for Constructing and Texturing Concrete Pavement Surfaces

Surface CharacteristicsFlagship Products

2. Model Specifications for Texture and Noise

Surface CharacteristicsFlagship Products

3. Guide for Selecting the Right Texture for the Right Situation

Surface CharacteristicsTech Briefs

• Diamond Grinding to Reduce Tire-PavementNoise in Concrete Pavements

• What Makes a Quieter Concrete Pavement?• The Language of Noise and Quieter Pavements• Measuring and Analyzing Pavement Texture• Tire-Pavement Noise Test Protocols• Variability of Pavements and Noise• Advanced Pavement Texture and

Noise Specifications

Surface Characteristics

101101Quiet ConcretePavement

Training &Communication

• Technical Workshops (1 day)- Fundamentals (Noise/Texture 101)- How-to Guide- Model Specifications- Selecting the Right Texture

• Webinars (3 × 90 min) • Upper Management Presentation (30 min)• Website (SurfaceCharacteristics.com)

What have we built?

Texture Testing: RoboTex 2.0

• Built around LMI-Selcom RoLine Sensor• Laser height sensor, inertial referencing• GPS, DMI encoder, video log

ISO 13473

AASHTO TP 76

Measuring Noise using OBSI

Friction vs. NoiseDo Friction and Noise Relate?

100

102

104

106

108

110

112

10 20 30 40 50 60 70 80

Average DFT/CTM-Estimated SN40S (ASTM E 274 Skid Trailer, Bald Tire)

Ave

rage

OB

SI L

evel

(dB

A)

• In 5 years, over 1500 unique textures tested- Transverse Tining (incl. skewed and cross-tined)- Longitudinal Tining (incl. sinusoidal)- Diamond Ground- Grooved (longitudinal, transverse)- Drag (Burlap, Turf, Broom, Belt, Carpet)- Shot Peened- Exposed Aggregate- Porous (Pervious) Concrete- Milled- HMA and Surface Treatments

• Hundreds of miles in 20 States and 6 Countries

CP Tech Center Test Sections

OBSI Testing

OBSI Testing

OBSI Testing

OBSI Testing

There is a lot of:

VARIABILITYVariability from project to project, and

variability within a given project.

What we’ve learned

98 dBA98 dBAColoradoKansas

104 dBA101 dBANew YorkMinnesota

Diamond Grinding

100 dBA99 dBAGeorgiaIowa

108 dBAGeorgia

Trans. Tining

108 dBANorth Dakota

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

98 100 102 104 106 108 110A-weighted Overall OBSI Level, 60 mph, SRTT (dB ref 1 pW/m²)

Prob

abili

ty D

ensi

ty

Diamond Grinding

Drag

Longitudinal Tining

Transverse Tining

CP Tech Center OBSI Noise Catalog

What can we do with this

knowledge?

Guide Specifications for Quieter Pavements

• A “how to” guide for designing and constructing quieter concrete pavements

• Addresses all conventional concrete pavement texture types

• Simple and practical guidance

Quieter Concrete Pavement Guidelines

Surface Texture

Grooves

Lands

Fins

Quieter Concrete Pavement Guidelines

Concrete

Source: Guntert

Quieter Concrete Pavement Guidelines

Paving Equipment

Quieter Concrete Pavement Guidelines

Paving Equipment

Quieter Concrete Pavement Guidelines

Joints

Quieter Concrete Pavement Guidelines

Quieter Concrete Pavement Guidelines

What can we do in the field?

MPD

L63

L4

TextureMachine

andPaver

Texture and VibrationFeedback

Monitor Construction OperationsAccelerometers

LMI-SelcomRoLineLine Laser

Louder – 106 dBA

Quieter – 100 dBA

101

102

103

104

105

106

107

0 100 200 300 400 500 600 700

On-

Boa

rd S

ound

Inte

nsity

Lev

el (d

BA

)44

-ft. M

ovin

g Av

erag

e

Monitor Construction Operations

Task Order No. 3From Sept. 11, 2008 to Oct. 31, 2010

How Managed

• CP Road Map project team conference calls:

- 20 held and recorded

- 10:30a.m. each Monday morning

- Reviewed tasks

- Action items assigned

- Goals achieved

Task Order No. 3 Scope of Work

Task A: Support Executive Committee

1. Plan, schedule, arrange travel, and recommend sites

2. Develop meeting agendas

3. Facilitate discussions at the meetings

4. Promptly after each meeting make travel expense reimbursements

Task Order No. 3Scope of Work

Task A: Support Executive Committee (cont.)

5. Submit to the COTR a discussion of and recommendations regarding any additional support services specifically identified by the Executive Committee

6. Develop recommendations aimed at evaluating the degree of success and value added from the CP Road Map research program

Executive Committee & Pooled Fund Meetings

Meeting Date Held1. Pooled Fund States March 17, 20092. Executive Committee April 3, 20093. Pooled Fund States July 14, 20094. Pooled Fund States September 9, 20095. Pooled Fund States November 12, 20096. Pooled Fund States March 17, 20107. Pooled Fund & Exec Com April 19, 20108. Pooled Fund & Exec Com June 22, 2010

Task Order No. 3Scope of Work

Task B: Support Research Track Teams

The support work described applies to:Track 1: Mix DesignTrack 2: Performance-Based DesignTrack 3: NDT/ICTrack 4: Surface CharacteristicsTrack 7: Overlays (sub track)Track 11: Business and EconomicsTrack 13: Sustainability

1. Identifying collaborative opportunities

2. Establishing track priorities

Task Order No. 3Scope of Work

Task B: Support Research Track Teams (cont.)

3. Develop project objective statements for each track’s priority projects

4. Assist project champions in developing funding mechanisms for each priority project

5. Planning and scheduling meetings of the individual Research Track Teams

CP Road Map Last Track MeetingsTrack Name Track Coordinator Last Meeting Held or

National Meeting1. Mix Design Peter Taylor 10-6-09

2. Performance-Based Design

Dale Harrington 1-6-10

3. NDT/IC Rob Rasmussen *6-17-08

4. Surface Characteristics

Rob Rasmussen 9-8-10

7. Overlays Dale Harrington 5-12-10

11. Business and Economics

Tom Cackler 6-22-10

13. Sustainability Peter Taylor 7-13-10

*Four programs underway by FHWA to address NDT/IC

Collaboration

• Industry rep sets up meeting with DOT, in-state university researchers, and OSG

- OSG explains Road Map

- Determine research needs of each DOT

- Determine research capabilities of universities

- Develop collaboration between DOT/University and others interested in same topic(s)

- Develop contact list

Collaboration

• OSG assists in development of technology transfer publications

- OSG receives national research reports from university researchers

- Develops technical briefs annually summarizing the national research and disseminates them

Research Collaboration

• On December 15, 2009 Web-based meeting with:- Wisconsin DOT- University of Wisconsin-Madison- WCPA- FHWA

• On May 25, 2010 Web-based meeting with:- PennDOT- University of Pittsburg- Pennsylvania ACPA- FHWA

Research Collaboration• This process included but was not limited to:

- Explain Road Map to state

- Determine research needs of state

- Determine research capabilities of each university

- Develop collaboration between DOT and University

- Develop contact list

- Collaboration of tech transfer

- Encourage development of research champions

Research Collaboration

• Information was collected and disseminated in the E-news state highlights of the July and October 2010 editions for Wisconsin and Pennsylvania respectively

• In January 2009 and 2010 provided research problem statements to the TRB Committee AFH50 from the CP Road Map

Task Order No. 3Scope of Work

Task C: Initiate Communications and Outreach Activities

1. Develop a plan to showcase results of current or recently completed research

2. Develop an accomplishment report showing administrative activities completed

3. Develop a plan for conducting videoconferences and/or webinars explaining the benefits of the CP Road Map program

Task Order No. 3Scope of Work

Task C: Initiate Communications and Outreach Activities (cont.)

4. Continue updating and maintaining the CP Road Map Website

5. Continue the development of CP Road Map brochures and periodic publications

6. Develop and deliver PowerPoint presentations on the CP Road Map program at key stakeholder meetings

E-News – First edition April 1, 2010

E-news QuotesThanks. I like the update.”Leif Wathne, ACPA

“Good Job. Excellent newsletter, good format. I like this a lot.”Matt Ross, P.E., Penhall Company

“Thank you for sending me the CP Roadmap newsletter.”John Roberts, PE, M ASCEChairman, Northeast Solite Corporation

“Thanks, there were some interesting results here.”Jim Cable, Cable Construction, LLC

“Great issue! Thanks!”Steve Kosmatka, PCA

“The monthly summary is much appreciated.”Jeff Uhlmeyer, P.E., WSDOT, State Pavement Engineer

“Very nice newsletter! Clear, concise and informative.”Sandra Q. Larson, P.E.Research and Technology Bureau DirectorIowa Department of Transportation

CP Road Map MAP BriefsMoving Advancements into Practice

Accomplishments

• 6 MAP Briefs developed

• 5 highlighted in E-News

CP Road Map MAP BriefsTOPIC TRACK ASSIGNMENT

Completed COMPASS Mix Design and Analysis Tool Track 1 – Mix Design

Completed Durability PCC Pavements Subject to Ch Deicers Track 1 – Mix Design

Completed Two-Lift Concrete Paving Tracks 8 – Long Life Pavements; 5 – Equipment Adv

Completed Sustainability Track 13 – Sustainability

Completed Stringless Paving Track 5 – Equipment Auto

Completed Recycling Concrete Pavement Tracks 7 – Rehab & Const; 8 – Long Life; 13 - Sustainability

Completed Roller Compacted Concrete Tracks 8 – Long Life; 5 – Equipment Adv

Completed Pervious Concrete Pavements Tracks 1 – Mix Design; 13 – Sustainability; 12 – Adv Matls

Completed Diamond Grinding Track 4 – Surface Characteristics

Completed Effective Use of Nonwoven Geotextiles as Interlayers in Concrete Pavement

Track 7 – Rehab & Const

Jan 2011 Smart Pavements (Smart Cure) Track 10 – Pvmt Performance

Feb 2011 Intelligent Compaction Tracks 2 – Design; 3 – Non Destructive; 5 – Equipment Auto

Mar 2011 Effective Use of Fly Ash & Slag Cements Track 7 – Rehab & Const

Apr 2011 Joint Deterioration Tracks 6 – Joint Innovation; 8 – Long Life

May 2011 Pavement Preservation – New Partial Depth Patching Track 7 – Rehab & Const

Jun 2011 Identifying and Avoiding Incompatible Combination of Concrete Materials

Track 1 – Mix Design

CP Road Map E-NewsAccomplishments

• 8 E-News issues published

• Each with links to a minimum of four research efforts of interest

• 6 State Highlights- Indiana- Michigan- Wisconsin- Minnesota- Pennsylvania- Washington

CP Road Map E-NewsThe following topics were covered:

• April 2010- Virginia Transportation Research Council studies benefits of nano

materials- Texas Transportation Institute evaluates effectiveness of curing

techniques- Minnesota DOT examines effects of pavement drainage on joint

behavior• May 2010

- Texas Transportation Institute studies design of concrete pavement transitions

- Washington DOT examines dowel bar retrofit to extend pavement life- ACI releases report on pervious concrete - Minnesota DOT launches web page on concrete overlays- Nonwoven geotextile interlayers gaining popularity in the U.S.- Update from Indiana

CP Road Map E-News• June 2010

- North Dakota DOT reports on unsealed joints in pavements- Louisiana DOT investigates surface resistivity device- Research evaluates engineered cementitious composites (ECC) - University of California study evaluates accuracy and feasibility of

maturity - Update from Michigan

• July 2010- ACPA launches website database for concrete overlays - Virginia Transportation Council investigates high friction surfaces- University of Illinois investigates two-stage mixing for recycled concrete

aggregates - Texas research project evaluates alternatives to asphalt for subbase

layers- Free ACPA software helps users develop job-specific dowel bar designs- Update from Wisconsin

CP Road Map E-News• August 2010 Special Issue: Updates from the International

Technology Scanning Tour on Long-Life Concrete Pavements- Two lift concrete paving- Concrete pavement design catalogues - High-quality concrete pavement foundations - Improved concrete mixture designs- Geotextile interlayers for cement-bound layers- Exposed aggregate concrete pavement surfacing

• September 2010- Indiana evaluates in situ subgrade stiffness by resilient and FWD modulus- Wisconsin DOT evaluates dowel bar retrofit performance- Iowa research investigates ways to improve concrete overlay construction - Ontario report quantifies pavement sustainability for Ontario highways- Ready Mixed Concrete foundation investigates effect of pavement type on

fuel consumption and emissions- Update from Minnesota

CP Road Map E-News• October 2010

- CPTP publishes tech brief on performance of sealed and unsealed concrete joints

- Iowa investigates freeze-thaw durability of low-permeability concrete- Louisiana research evaluates durability of titanium dioxide photocatalyst

coating for concrete pavement- Quebec documents three-year performance of continuously reinforced

concrete pavement with glass fiber reinforced polymer bars- Update from Pennsylvania

• November 2010- Wisconsin investigates standardized test procedures for deicing chemicals- FHWA conducts interlaboratory study on measuring the coefficient of thermal

expansion of concrete- Wisconsin research evaluates open-graded base course with doweled and

non-doweled transverse joints- Research in Malaysia investigates roller-compacted concrete pavements- Toronto evaluates performance of permeable pavements in cold climates- Update from Washington

CP Road Map MAP BriefsMoving Advancements into Practice

Accomplishments

• 7 MAP Briefs developed• 7-1: Use of Nonwoven Geotextiles as

Interlayers in Concrete Pavement Systems

• 4-1: Diamond Grinding to Reduce Tire-Pavement Noise in Concrete Pavements

• 1-1: Job-Specific Optimization of Paving Concrete with COMPASS (Concrete Mixture Performance Analysis System)

• 13-1: Two-lift Concrete Paving

• 8-1: Roller-Compacted Concrete Pavements

• 5-1: Stringless Concrete Paving

• 1-2: Deleterious Chemical Effects of Deicing Solutions on Concrete Pavements

CP Road Map Example MAP Briefs

CP Road Map MAP BriefsMoving Advancements into Practice (MAP) BriefsDescribing promising technologies that can be used now to enhance concrete paving practices

1. Deleterious Chemical Effects of Deicing Solutions on Concrete Pavements (Track 1: Performance Based Concrete Mix Design)

2. Stringless Paving (Track 3: Intelligent Construction Systems)

3. Roller-Compacted Concrete Pavements (Track 8: Long-Life Concrete Pavements)

4. Two-Lift Concrete Paving (Track 13: Concrete Pavement Sustainability)

5. Job-Specific Optimization of Paving Concrete with COMPASS (Concrete Mixture Performance Analysis System) (Track 1: Performance-Based Concrete Pavement Mix Design Systems)

6. Diamond Grinding to Reduce Tire-Pavement Noise in Concrete Pavements (Track 4: Concrete Pavement Surface Characteristics)

7. Use of Nonwoven Geotextiles as Interlayers in Concrete Pavement Systems (Track 7: High-Speed Concrete Pavement Rehabilitation and Construction)

CP Road Map Interactions

• Interactions = Outreach- To know what is going on where- To help provide strategic guidance if possible

• Accomplished by -- Contact with state research agencies:

» DOT» Universities» Industry

- Construction of database

CP Road Map Interactions

FHWA, NCHRP, TPF Projects

CP Road Map Database

CP Road Map Interactions

Project Title

CP Road Map Interactions

Project Description

CP Road Map InteractionsParticipating TPF States, Contacts, and Dates

CP Road Map InteractionsTracks

CP Road Map InteractionsLink to more information

CP Road Map Interactions

CP Road Map Interactions

• Reaching out to the states

- Indiana- Michigan- Wisconsin- Minnesota- Pennsylvania- Washington

CP Road Map Interactions

• Michigan

- Michigan Concrete Association (MCA)

- University of Michigan (U of M)- Michigan Technological University

(MTU)- Transportation Materials Research

Center (TMRC)- Michigan Tech Transportation

Institute (MTTI)- Michigan State University (MSU)

CP Road Map Interactions

Current Research in Michigan

Track 1

Track 2Track 3

Track 4

Track 7

Track 11Track 13

Recently Completed Research in Michigan

CP Road Map Interactions

• Pennsylvania

- Pennsylvania State University (Penn State)

- Mid-Atlantic Universities Transportation Center (MAUTC) Partnership

- University of Pittsburg - Temple University

CP Road Map Interactions

Track 1

Track 2Track 3

Track 4

Track 7

Track 11Track 13

Current Research in Pennsylvania

Recently Completed Research in Pennsylvania

CP Road Map Interactions

Track 1

Track 2Track 3

Track 4

Track 7

Track 11Track 13

Current State Research including

Transportation Pooled Fund Efforts

CP Road Map Interactions

• Why is this important?- Maintain synergy

• What for?- The CP Road Map is a “living” document- The CP Road Map is a strategy tool

CP Road Map Interactions

• Questions?

Task Order No. 4 From Nov. 1, 2010 to June 30, 2011

Scope of WorkTask A: Review/Refresh Alignment with Needs

The current CP Road Map was published in September 2005 as a seven to ten year plan

1. Review the CP Road Map for priorities related to:• Pavement preservation/rehabilitation• Pavement foundations• Identify research and technology transfer needs

Task Order No. 4Scope of Work

Task A: Review/Refresh Alignment with Needs (cont.)

2. Provide opportunity for input from:• Transportation Research Board• National Concrete Consortium• American Association of State and Highway

Transportation Officials

3. Based on findings from SubTask A.1 and A.2, along with additional input from Track leadership and Executive Committee, reorganize Research Tracks as needed

Task Order No. 4Scope of Work

Task B: Plan/Schedule/Facilitate Meetings

1. Update the track leadership teams and hold team meetings

2. Plan and schedule Web-based team meetings for all the priority tracks

3. Plan, schedule and facilitate Web-based meetings of the Executive Committee. Support Executive Committee & CP Road Map Pooled Fund Committee

Task Order No. 4Scope of Work

Task C: Conduct Communications and Outreach Activities1. Continue updating and maintaining the CP Road

Map website

2. Continue outreach to State DOTs, industry, and the research community

3. Continue the CP Road Map e-news on a monthly basis including highlighting research from different state DOTs and MAP briefs

4. Continue to develop the MAP briefs and include at least one new MAP brief with each e-news

Task Order No. 4Scope of Work

Help Desk

• The CP Tech Center will continue to be a resource for connecting stakeholders

Research Database

• The CP Tech Center will continue to provide links to TRIS and RIP on their web page

• Maintain database

Future Directions

CP Road MapExecutive and Pooled

Fund Committee Meeting

January 11, 2011

The Long Term Plan forConcrete Pavement

Research is a holistic,strategic plan for concrete

research and technology transfer and serves as a framework for stakeholders committed to the value of innovation and implementation of new knowledge and approaches. It is not just a listing of 250 research project statements that outline research needs.

1. Looking forward from a state’s perspective, how can the CP Road Map further facilitate information exchange, efficiency, and effectiveness in addressing needed concrete pavement research and technology transfer?

2. Where should the CP Road Map’s pooled fund activities be focused to bring the greatest value to the states?

3. Do you support continuing the TPF beyond June 2011?

4. What are your ideas on how the OSG can be most effective within the funding provided: i.e., what activities, efforts, products, etc., do you think will bring the most value?

5. How can this pooled fund work with other existing efforts, i.e., other concrete pavement pooled funds and other related research?

Questions?